Drilldown: bridge data
From Indian River Lagoon Project
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'ALLAMANDA BLVD. ' (1) ·
'AVENUE OF PGA ' (1) ·
'BOBWHITE ROAD ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CR-619 82ND AVE. ' (1) ·
'GOLDFINCH LANE ' (1) ·
'GRANDVIEW WAY ' (1) ·
'HICKORY DRIVE ' (1) ·
'HOLLY DRIVE ' (1) ·
'I-95 ' (1) ·
'LA MANCHA AVE. ' (1) ·
'LARCH AVE ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MADRID STREET ' (1) ·
'PONCE DE LEON ST ' (1) ·
'RAVEN COURT ' (1) ·
'ROYAL PALM BCH BLV' (1) ·
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'0.03MI W OF DOVE CIRCLE ' (1) ·
'0.1 MI S of PGA BLVD ' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
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'0.1MI N of BILBAO ST. ' (1) ·
'0.1MI N OF OKEECHOBEE BLV' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
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'0.3M W of ALT A1A(SR-811)' (1) ·
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'0.3MI S OF SR-60 ' (1) ·
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'0.7 MILE NORTH OF SR-60 ' (1) ·
'0.8MI N OF SR 80 ' (1) ·
'1.1MI N OF SR-60 ' (1) ·
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'175FT S of LAS PALMAS ST ' (1) ·
'180FT E OF SANDPIPER AVE ' (1) ·
'180ft W of LAS PALMAS ST.' (1) ·
'1MI NORTH OF SR-60 ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'2.2 Mi. S of Grant Rd. ' (1) ·
'2.6MI N OF SR-60 ' (1)
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Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
N/A (1)
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge not over waterway. (1)
Showing below up to 25 results in range #1 to #25.
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